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FAU 319 over ROGERS BRANCH

Map 

Coordinates:
+35.15028, -85.21000
35°09'01" N, 85°12'36" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FAU 319 over ROGERS BRANCH
Structure number:33SR3190001
Location:2.58 MI. E OF SR-153 JCT.
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:9.8 ft. [3.0 m]
Total length:24.0 ft. [7.3 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:2003
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: April 2015 

Status:Open, no restriction [A]
Average daily traffic:22,300 [as of 2015]
Truck traffic:3% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:48.5 tons [44.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:91.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201591.6Not deficient---22300
April 201392.5Not deficient---20090
April 201192.7Not deficient---19450
April 200993.3Not deficient---17910
April 200793.2Not deficient---18030
April 200593.4Not deficient---17550
February 200390.1Not deficient---18440
March 200191.2Not deficient---15480
February 199990.3Not deficient---17760
April 199791.0Not deficient---16110
March 199588.3Not deficient---23250
April 199390.6Not deficient---16950
February 199290.9Not deficient---16150
July 199190.9Not deficient---16260